3. For the simply supported beam below, determine the reactions at the supports, A and B,...
3. For the simply supported beam below, determine the reactions at the supports, A and B, so that the beam is in static equilibrium. (20 pts.) 25 kN 10 KN L3 33° 3m А B 2m 25 kN
the total distance from A - B is 20m 3. For the simply supported beam below, determine the reactions at the supports, A and B, so that the beam is in static equilibrium. (20 pts.) 25 kN 10 kN Зm 330 2m → 25 kN
total distance from A to B is 20 m 3. For the simply supported beam below, determine the reactions at the supports, A and B, so that the beam is in static equilibrium. The length of the beam is 20 meters long. (20 pts.) 25 KN 10 KN A 330 3m 2m 25 kN
Find the reactions at the supports for a simply supported beam of length 15 m in which the point load of 180 kN is acting at a distance of 5 m, UDL of intensity 130 kN/m acting at a distance of 7 m both from the right end.
Problem 3 The beam llustrated in figure 3 is clamiped at A and simply supported by a pole at B supported by a roller at B. 40 mm Ay 5 mm 20 kN/m 50 kN Ma 50 mm 5 mm 2 m 2 m 2 m 4 mm Figure 3 Figure 4 a) Determine the reactions of the supports Rp, Ay and MA- b) Using Ay 14 kN, Rg 76 kN and Ma 36 kN.m counterclockwise and the section shown...
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...
Problem #4 (20 points): For the following simply supported beam: a) Determine equations for V(x) and M(x) for sections 0<x< 2 and 2<x< 8. Box your answers. b) Roughly sketch the shear and bending moment diagram for the beam. c) Determine the maximum bending moment (magnitude), Mmax and where it occurs, Xmax 4 kN/m XA 2m- - 6 m 3 KN
The simply supported beam shown in Figure 1 is pin-supported at A and roller-supported at D. la) Replace the distributed loads in Figure 1 by an equivalent resultant force and locate its location with respect to A. {2 + 3 marks 1b) Calculate the reactions at supports A and D. {2 marks 1c) Calculate the shear force and bending moment at point C. {4 marks) 15 kN/m 6 kN/m D B q 3.0 m 3.0 m 3.0 m Figure 1
QUESTION 33 The simply supported beam shown in the figure (18) below is subjected to a 3 kN/m uniformally distributed load. The beam has modulus of elasticity of E-200 GPa) and area moment of inertia equals to (/ 12.5 x 10 mm).Answer [Question 33-Question 361 3 kN/m 4 m Figure (18) The support reaction at point A in the y-direction (RAJ: (CLO6) (1 Point) 6.3 kN 48 kN 2 kN 6 kN
A flanged beam simply supported at both ends as shown in the figure below. Determine the steel reinforcements and links required for the beam subject to bending moment and shear forces ood Swt Center-to-center distance btw supports Section Elevation Design parameters: Beam overall depth, h = 750 mm Beam breadth, b = 300 mm c/c distance btw supports = 10050 mm Width of LHS support, Sw1 400 mm Width of RHS support, Sw2 850 mm Slab thickness, h c/c distance...